P30 工业与民用建筑工程综合 标准查询与下载

DIN CEN/TS 15379:2007 建筑管理.设备术语和使用范围

The standard defined the code of practice apply for services relating to the management of buildings and properties. The definitions are intended to serve the unification of the various terms hitherto used and the associated services with the aim of creating more transparency on the market.

Building management - Terminology and scope of services; German version CEN/TS 15379:2006

NS 3940-2007 建筑物的面积和体积

Areas and volumes of buildings

ASHRAE 90.1 I-P INT 8-2007 低层住宅除外的建筑物的能源标准

Energy Standard for Buildings Except Low-Rise Residential Buildings I-P Edition; Replaces Errata 03/29/2007 [Refer To: ASHRAE 90.1 USER鈥橲 MANUAL]

Energy Standard for Buildings Except Low-Rise Residential Buildings I-P Edition; Replaces Errata 03/29/2007 [Refer To: ASHRAE 90.1 USER鈥橲 MANUAL]

NF X50-930-2:2006 设备管理.第2部分:如何制定设备管理协议指南

Facility Management - Part 2 : guidance of how to prepare Facility Management agreements.

NF X50-930-1:2006 设备管理.第1部分:术语和定义

Facility Management - Part 1 : terms and definitions.

DIN EN 1991-4:2006 欧洲法规1:建筑物作用.第4部分:筒仓和竖井

1.1.1 Scope of EN 1991-Eurocode 1 (1)P EN 1991 provides general principles and actions for the structural design of buildings and civil engineering works including some geotechnical aspects and shall be used in conjunction with EN 1990 and EN 1992-1999. (2) EN 1991 also covers structural design during execution and structural design for temporary structures. It relates to all circumstances in which a structure is required to give adequate performance. (3) EN 1991 is not directly intended for the structural appraisal of existing construction, in developing the design of repairs and alterations or for assessing changes of use. (4) EN 1991 does not completely cover special design situations which require unusual reliability considerations such as nuclear structures for which specified design procedures should be used. 1.1.2 Scope of EN 1991-4 actions on structures: silos and tanks (1)P This part provides genetal principles and actions for the structural design of silos for the storage of particulate solids and tanks for the storage of fluids and shall be used in conjunction with EN 1990, other parts of EN 1991 and EN 1992 to EN 1999. (2) This part includes some provisions for actions on silo and tank structures that are not only associated with the stored solids or liquids (e.g. the effects of thermal differentials, aspects of the differential settlements of batteries of silos) (3) The following geometrical limitations apply to the design rules for silos: - the silo cross-section shapes are limited to those shown in Figure 1.1d, though minor variations may be accepted provided the structural consequences of the resulting changes in pressure are considered; - the following dimensional limitations apply: h/d < 10 h < 100 m d < 60 m - the transition lies in a single horizontal plane (see Figure 1.1a); - the silo does not contain an internal structure such as a cone or pyramid with its apex uppermost, cross-beams, etc. However, a rectangular silo may contain internal ties. (4) The following limitaions on the stored solids apply to the design rules for silos: - each silo is designed for a defined range of particulate solids properties; - the stored solid is free-flowing, or the stored solid can be guaranteed to flow freely within the silo container as designed (see 1.5.12 and Annex C); - the maximum particle diameter of the stored solid is not greater than 0,03d (see Figure 1.1d). NOTE: When particles are large compared to the silo wall thickness, account should be taken of the effects of single particles applying local forces on the wall. (5) The following limitations on the filling and discharge arrangements apply to the design rules for silos: - filling involves only negligible inertia effects and impact loads; - where discharge devices are used (for example feeders or internal flow tubes) solids flow is smooth and central. (6) Only hoppers that are conica (i.e. axisymmetric), square pyramidal or wedge-shaped (i.e. with vertical end walls) are covered by this standard. Other hopper shapes and hoppers with internals require special considerations. (7) Some silos with a systematically non-symmetric geometry are not specifically covered by this standard. These cases include a chisel hopper (i.e. a wedge hopper beneath a circular cylinder) and a diamond-back hopper. (8) The design rules for tanks apply only to tanks storing liquids at normal atmospheric pressure. (9) Actions on the roofs of silos and tanks are given in EN 1991-1-4, EN 1991-1-3 to EN 1991-1-7 and EN 1991-3 as appropriate. (10) The design of silos for reliable solids discharge is outside the scope of this standard. (11) The design of silos against silo quaking, shocks, honking, pounding and silo music is outside the scope of this standard.

Eurocode 1: Actions on structures - Part 4: Silos and tanks; German version EN 1991-4:2006

BS ISO 15686-7:2006 建筑物和已建成的资产.使用寿命计划.实践中服务寿命数据的反馈评价性能

This part of ISO 15686 provides a generic basis for performance evaluation for feedback of service life data from existing buildings and constructed assets, including a definition of the terms to be used and the description of how the (technical) performance can be described and documented to ensure consistencies.

Buildings and constructed assets - Service life planning - Performance evaluation for feedback of service life data from practice

ISO/TS 21929-1:2006 建筑施工的可持续性.可持续性指示器.第1部分:建筑物用指示器的开发框架

This part of ISO/TS 21929 provides a framework, makes recommendations, and gives guidelines for the development and selection of appropriate sustainability indicators for buildings. The aim of this part of ISO/TS 21929 is to define the process that shall be followed when addressing the economic, environmental and social impacts of a building using a common framework and a set of indicators. This part of ISO/TS 21929: — adapts general sustainability principles for buildings; — includes a framework for the assessment of economic, environmental and social impacts of buildings; — shows indicators as examples; — shows how to use sustainability indicators with regard to buildings and shows the process of using sustainability indicators; — supports the process of choosing indicators; — supports the development of assessment tools; — defines the conformity with this specification. NOTE An associated document, designated as ISO 15392t5l, is under development and is intended to describe the general principles. Such general principles can be extended or modified, and potentially superseded by, the specific requirements of this part of ISO/TS 21929.

Sustainability in building construction - Sustainability indicators - Part 1: Framework for development of indicators for buildings

ISO/TS 21931-1:2006 建筑施工的可持续性.施工环境性能评定方法的框架.第1部分:建筑物

This part of ISO/TS 21931 provides a general framework for improving the quality and comparability of methods for assessing the environmental performance of buildings. It identifies and describes issues to be taken into account when using methods for the assessment of environmental performance for new or existing building properties in the design, construction, operation, refurbishment and deconstruction stages. The building is the object of the assessment defined in this part of ISO/TS 21931, and this encompasses the building itself, the site and the associated facilities on the site. It is recognized that environmental performance is only one of a number of significant factors in a building's overall performance. This part of ISO/TS 21931 is intended be used in conjunction with, and following the principles set out in, the ISO 14000 series of International Standards.

Sustainability in building construction - Framework for methods of assessment for environmental performance of construction works - Part 1: Buildings

ANSI A1264.2-2006 步行区/工作场所表面防止滑倒的规定

Sets forth provisions for protecting persons where there is potential for slipping and falling as a result of surface characteristics or conditions.

Provision of Slip Resistance on Walking/Working Surfaces

ANSI A10.20-2005 瓷砖、水磨石和大理石作业的安全要求

Establishes safety requirements for construction operations and equipment used in the handling and installation of ceramic tile, terrazzo, and marble. The types of construction are not listed. The standard is intended to apply to buildings of all kinds a

Safety Requirements for Ceramic Tile, Terrazo, and Marble Work

ANSI A10.24-2006 屋面材料.低斜坡屋面的安全要求

Establishes safe operating practices for the installation, maintenance and removal of membrane roofing that is seamed or seamless on low-sloped roofs with a maximum slope of four (4) and twelve (12). These types of roofs include but are not necessarily l

Roofing - Safety Requirements for Low-Sloped Roofs

ANSI A10.17-2006 热拌施工(HMA)的安全操作规程

Applies to those operations involving hot mix asphalt (bituminous) mixtures and materials for construction and resurfacing. Safe work practices are included for the protection of workers and the public and are to be considered the vital safety requiremen

Safe Operating Practices for Hot Mix (HMA) Construction

CSA Z782-06-2006 建筑拆除整平设计指南.第1版

Canadian Standards Association (CSA) standards are developed through a consensus standards development process approved by the Standards Council of Canada. This process brings together volunteers representing varied viewpoints and interests to achieve co

Guideline for design for disassembly and adaptability in buildings First Edition

ASTM E2506-06 开发新的和现有工程设施成本风险缓解的标准指南

1.1 This guide describes a generic framework for developing a cost-effective risk mitigation plan for new and existing constructed facilities-buildings, industrial facilities, and other critical infrastructure. This guide provides owners and managers of constructed facilities, architects, engineers, constructors, other providers of professional services for constructed facilities, and researchers an approach for formulating and evaluating combinations of risk mitigation strategies.1.2 This guide insures that the combinations of mitigation strategies are formulated so that they can be rigorously analyzed with economic tools. Economic tools include evaluation methods, standards that support and guide the application of those methods, and software for implementing the evaluation methods.1.3 The generic framework described in this guide helps decision makers assess the likelihood that their facility and its contents will be damaged from natural and man-made hazards; identify engineering, management, and financial strategies for abating the risk of damages; and use standardized economic evaluation methods to select the most cost-effective combination of risk mitigation strategies to protect their facility.1.4 The purpose of the risk mitigation plan is to provide the most cost-effective reduction in personal injuries, financial losses, and damages to new and existing constructed facilities. Thus, the risk mitigation plan incorporates perspectives from multiple stakeholders-owners and managers, occupants and users, and other affected parties-in addressing natural and man-made hazards.

Standard Guide for Developing a Cost-Effective Risk Mitigation Plan for New and Existing Constructed Facilities

ASTM F668-06 聚氯乙烯(PVC)和其他有机聚合物涂覆的钢链环栏栅织物标准规范

1.1 This specification covers polyvinyl chloride and other conforming organic polymer-coated steel chain-link fabric, coated before weaving. Polyvinyl chloride and other organic polymer coating hereinafter will be designated as polymer coating.1.2 Fabric produced from three classes of wire coatings are covered as follows:1.2.1 Class Iconsists of polymer coatings extruded over zinc-coated, aluminum-coated, or zinc-5 % aluminum-mischmetal alloy-coated, or zinc-5 % aluminum-mischmetal alloy-coated steel wire.1.2.2 Class 2aconsists of polymer coating extruded and adhered to zinc-coated, aluminum-coated, or zinc-5 % aluminum-mischmetal alloy-coated steel wire.1.2.3 Class 2bconsists of polymer coating fused and adhered to zinc-coated, aluminum-coated, or zinc-5 % aluminum-mischmetal alloy-coated steel wire.1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are provided for information only.

Standard Specification for Polyvinyl Chloride (PVC) and Other Organic Polymer-Coated Steel Chain-Link Fence Fabric

ASTM E1465-06 新式低层住宅设计和建造氡控制方案的标准实施规程

1.1 This practice covers the design and construction of two radon control options for use in new low-rise residential buildings. These unobtrusive (built-in) soil depressurization options are installed with a pipe route appropriate for their intended initial mode of operation, that is, fan-powered or passive. One of these pipe routes should be installed during a residential buildings initial construction. Specifications for the critical gas-permeable layer, the radon systems piping, and radon entry pathway reduction are comprehensive and common to both pipe routes.1.1.1 The first option has a pipe route appropriate for a fan-powered radon reduction system. The radon fan should be installed after (1) an initial radon test result reveals unacceptable radon concentrations and therefore a need for an operating radon fan or (2) the owner has specified an operating radon fan, as well as acceptable radon test results before occupancy. Fan operated soil depressurization radon systems reduce indoor radon concentrations up to 99 %.1.1.2 The second option has a more efficient pipe route appropriate for passively operated radon reduction systems. Passively operated radon reduction systems provide radon reductions of up to 50 %. When the radon test results for a building with an operating passive system are not acceptable, that system should be converted to fan-powered operation. Radon systems with pipe routes installed for passive operation can be converted easily to fan-powered operation; such fan operated systems reduce indoor radon concentrations up to 99 %.1.2 The options provide different benefits:1.2.1 The option using the pipe route for fan-powered operation is intended for builders with customers who want maximum unobtrusive built-in radon reduction and documented evidence of an effective radon reduction system before a residential building is occupied. Radon systems with fan-powered type pipe routes allow the greatest architectural freedom for vent stack routing and fan location.1.2.2 The option using the pipe route for passive operation is intended for builders and their customers who want unobtrusive built-in radon reduction with the lowest possible operating cost, and documented evidence of acceptable radon system performance before occupancy. If a passive systems radon reduction is unacceptable, its performance can be significantly increased by converting it to fan-powered operation.1.3 Fan-powered, soil depressurization, radon-reduction techniques, such as those specified in this practice, have been used successfully for slab-on-grade, basement, and crawlspace foundations throughout the world.1.4 Radon in air testing is used to assure the effectiveness of these soil depressurization radon systems. The U.S. national goal for indoor radon concentration, established by the U.S. Congress in the 1988 Indoor Radon Abatement Act, is to reduce indoor radon as close to the levels of outside air as is practicable. The radon concentration in outside air is assumed to be 0.4 picocuries per litre (pCi/l) (15 Becquerels per cubic metre (Bq/m 3)); the U.S.s average radon concentration in indoor air is 1.3 pCi/L (50 Bq/m3). The goal of this practice is to make available new residential buildings with indoor radon concentrations below 2.0 pCi/L (75 Bq/m3) in occupiable spaces.1.5 This practice is intended to assist owners, designers, builders, building officials and others who design, manage, and inspect radon systems and their construction for new low-rise residential buildings.1.6 This practice can be used as a model set of practices, which can be adopted or modified by state and local jurisdictions, to fulfill objectives of their residential building codes and regulations. This practice also can be used as a reference for the federal, state, and local health officials and radiation protection agencies.1.7 The new dwelling u......

Standard Practice for Radon Control Options for the Design and Construction of New Low-Rise Residential Buildings

KS R ISO 3888-2:2005 客车.剧烈车道转换机动的测试轨迹.第2部分:故障清除

이 규격은 차량의 동역학과 도로 접지력을 평가하는 장애물 회피 성능 평가를 위한, 폐구간

Passenger cars-Test track for a severe lane-change manoeuvre-Part 2:Obstacle avoidance

ISO 15928-2:2005 房屋.性能描述.第2部分:结构适用性

This part of ISO 15928 sets out a method for describing the structural serviceability performance of houses. This part of ISO 15928 covers user needs, provides performance descriptions, establishes parameter descriptions and outlines evaluation processes. This part of ISO 15928 is intended for use in the evaluation of the design and construction of houses, in the international trading of houses or their sub-systems, and in developing quality systems for houses. This part of ISO 15928 does not apply to structural safety, durability or other attributes that are covered in other parts of ISO 15928.

Houses - Description of performance - Part 2: Structural serviceability

DIN 18202:2005 建筑施工公差.建筑物

The purpose of this standard is to describe the basic principles for tolerances and their testing. The tolerances established in this standard as well as in DIN 18203-1 to DIN 18203-3 describe the accuracy to be achieved within customary accurateness. They always apply if no other tolerances are agreed upon. The standard applies to the setting up of components as well as for the construction of buildings. The tolerances apply to the construction of buildings irrespective of building materials. Values for time- and load-dependent deformations are not dealt with in this standard and are to be considered separately

Tolerances in building construction - Structures